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<br /> a�1i+ . ,", n I'd,. 1N ,i " II17 1 IN F ",i V eW
<br /> SAN JOAQUINRTL PETROLEUM FUELNG FACILITY
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<br /> FEB 04 2015
<br /> REGIONAL TRANSIT CENTER `
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<br /> VIflONMENT ALHEA T
<br /> PERMITIBERVICF9
<br /> FUEL
<br /> :. . y 2849 E MYRTLE STREET A e -9
<br /> STO C KTO N CA 95205 12340 Santa Monica Blvd. Suite 133
<br /> Los Angeles, GA 90025
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<br /> POUND/NUMBER D.F. DRINKING AIN G.B GRAB BFIBE RADNFORCE 0 OVERALL T. TREAD' , 310/207-8548
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<br /> & AND D.O. DRY STANDPIPE
<br /> G,FRG GLASS FIBER REINFORCED OC ONCENTER T&B. TOP AND BOTTOM PROJECT SUMMARY > .", ,. VTCIN ITY MAP _.. ----- /
<br /> CEJ EXISTING D.S.P.BUDOUBLE GYPSUM O D OUTSlt)E DIAM F_TE$/DIMEVSLOR T,&G. TONGUEAND GROOVE '" `^�' -
<br /> (N) NEW DBL. DOUBLE CA, GALVANIZED IRON O.H. OVFU EAD
<br /> < ANGLE DEPT. DEPARTMENT 6A. GAUGE T.C. TOP OF CURB -
<br /> D/ OVER T.P, TOP OF OWNER: SAN 3OAQUIN REGIONAL TRANSIT DISTRICT
<br /> C�7 AT DEC DETAIL ONE, GALVANIZED OFF. OFFICE CT)I. TOP OF FRA,MiNG P.O. BOX 201010 c p `Lr �, £ �R I =a a re6 y
<br /> C/L CENTERLINE DIA. DIAMETER GRD. GROUND O'NG. .OPENING T.0-S. FOP 0 STEEL STOCKTON, CALIFORNIA 95202
<br /> P/L PLATE/PROPERTY LINE DIM. DIMENSION Ga, GRADE - Or, OPPOSITE. T.S. TUBE STEEL TELEPHONE: 209 467-6672
<br /> ATLA. DIAMETER/ROUND DISP. DISPENSER GYP. GYPSUM
<br /> ON. DOWN T.V. TILEVISION FACS❑MILE: 209 467-6683 .R
<br /> PC PRECAST T.W. TOPOFWAIT,
<br /> A.B. AGGREGATE BASE DR. DOOR H PC HOSE BIBB A I V. POST INDICATOR VALVE DWG. DRAWING RAMP TEL. TELEPHORE �✓
<br /> A.C. ASHPALT CONCRETE BE. DOWNSPOUT ILC I'OLLOVJ CORE/ACCESSIBLE CURBcall F 1
<br /> A.D. AREA DRAIN I, ^1 PRESSED METAL TER, TFRAZZO PROJECT LOCATION: 2849 EAST MYRTLE.STIFLE V
<br /> A.F.F. ABOVE FINISHED FLOOR DWR. DRAWER P O f PONT OF CONNECTION Ti.K. THICK R.G, HARDWARE GROUP STOCI(TON, CALIFORNIA 95205 _ ✓j'flyb
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<br /> LUMIHANDLING UNIT E.J. EXPANSION]PINT FORIZ ` HARDWARE Wpp,> OR. URINAL FOUNDATION/STEEL SUPERSTRUCTURE UNDERGROUND UTILTIIES/ PLUMBING & ELECTRICAL t7 I g 060,112015 .:V.
<br /> ALUM. ALUMINUM E.P. ELECTRICAL PANELEOARD HC10.1Z. HORIZONTAL / 1
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<br /> ARCH. APPROXIMATE E.W.C. ELECTRIC WATER COOLER 115. FOUR PT POINT VCT: VINYL COMPOSITION TILE BUILDING FOOT PRINT-VERTICAL CONSTRUCT ION
<br /> ARCH. ARCHITECTURAL EP,. EACH HSs. HOLLOW STEEL SECTION 11 t.
<br /> ASB. ASBESTOS EL. ELEVATION HT. HEIGHT IN. PARTITION VERT. VERTICAL
<br /> AUTO. AUTOMATIC ELSE. ELECTRICAL VEST. VESTIBULE N L Z 1 pl it }, qNV
<br /> f a PTL
<br /> QT. QUARRY nLE APN: 157-020-11 „
<br /> GL. GLASS ELEV. ELEVATION f.D INS]DE DIAMETER/DIMENSION W, WEST
<br /> EMER. EMERGENCY LOT. INTERMEDIATE DISTRIJ P,UTION R. OS[1/RADIUS W.C. WATER CLOSET k
<br /> B.D.F. BUILDING DISTRIBUTION FACILITY ENCL. ENCLOSURE FACILITY _-;
<br /> B.F.P. BACK FLOW PREVENTER EQ, EQUAL INS[H. INSULATION R.O. ROUGE OPENING W/ WITH AL.L WORK SHALL CONFORM TO THE FOLLOWING CODES
<br /> 80. BOARD EQUIP. EQUIPMENT INT. INTERIOR R.W-L. RAIN WATER LEADER W/o WITHOUT �
<br /> BIT. BITUMINOUS EXIST. EXISTING REF. REFRIGERATORWD.
<br /> FLEISLE-R wD. CCU 20I0 CBC CALIFORNIA BUILD)NG CODE
<br /> BLDG. BUILDING EXP. EXPANSION JAR. - JANITOR WPWy
<br /> . ATERPaOow'oiRx POINT 2010 CCC CALIFORNIA ELECTRIC CODE
<br /> SLK. BLOCK EXT. EXTERIOR IT JOINT REINF RFIAFORCED WSCT. WAINSCOT 2010 CMC CALffORNIA MECHANICAL CODE ✓Y - '¢���
<br /> FILED REQUIRED 2.010 CPC CALIFORNIA PLUMBING CODE ,
<br /> BLKG. BLOCKING WT. WEIGI'1T i=.
<br /> BM. BEAM FIT, KITCHEN RFSIL. RESILIENT
<br /> F.A. FIRE ALARM - 2010 CALIFORNIA ENERGY CODE
<br /> BTM. BOTTOM P.B. FLAT BAR RM. FOOM %FMR. TRANSFORMER 2010 CFC CALIFORNIA FIRE CODE • "
<br /> BW. BACK OFWALKP.D. FLOOR GRAIN LAD LABORATORY WID. REDW00D .w .r
<br /> 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE
<br /> F,D,C, FIRE DEPARTMENT CONNECTION LAM' LAMINATE
<br /> IAV. LAVATORY S SOUTH M
<br /> C.B. CORNER UA F.E. FIRE EXTINGUISHER SC SOLID CORE DEFERRED APPROVAL
<br /> C.G. CORNER ARD F.E.C. FIRE H FLOOR
<br /> CABINET I.KR, LICHER
<br /> GHT S5 STAINLESS STEEL PetersonH draulics Inc.
<br /> C.I. CLEARINN F.F. FINISH FLOOR - S ✓. HEFTV1NYL 1, STEEL TRUSSES
<br /> R.D. ROOF DRAIN
<br /> C.I.D. CLEAR INSIDE DIMENSION FF.E, FINISHFLOORELEVATION AFC-1 SEHICNF. 2. PREFABRICATED STAIRS I"
<br /> C.J. CONTROL1alNT F.N. FIRE HYDRANT SFr SFrnoR 3. FIRE SUPPRESSION SYSTEM
<br /> C.L. CENTERLINE FLO.V,C. FIRE HOSE VALVE CABINET M.C. ,MASONRY CABINET 1653 W.EI Segundo Blvd.,Los Angeles,CA 90249
<br /> M.O. MASONRY OPENING SIF sHEI r 4. FIRE ALARM SYSTEM t
<br /> C.M.U. CONCRETEMASONRYASONRY UNIT F.O. FACE OF SIFT. SHOW S. FUELCANOPY Phone:(310)323-3155 Fax:(310)323-3606
<br /> C.O. CASED OPENING/CLEAN OIJi F.O.C. FACE OF CONCRETE/NRB MAX. MAXIMUM
<br /> C/L CENTERLINE ^IDP MEDIUM DENSITY FI3FRBO,^,RD f9aR SHOWER - ;p
<br /> F.O.F. FACE OF FINISH
<br /> CAB. CABINET F.O.M. FACE OF MASONRY VECH MECHANICAL Si , sEV!ER LAR ENGINEER: FUEL SOLUTIONS, INC License#631515 WWW.Dele150nhyd.00E11
<br /> CEM. CEMENT F.O.S. FACE OF STUDS MEMS MEMBRANE 12340 SANTA MONICA BLVD., SUITE 133
<br /> CER. CERAMIC MFR, ,MANUFACTURER SIS. SHEETMECL SCREW - Providing Service To The Vehicle 5emicelndus
<br /> FR.T. FIRE RETARDANT TREATED SPEC, SPECIFICATION LOS ANGELES, CALIFORNIA, 90025 - n
<br /> CIG, CEILING F.S. FULL SIZE MH. MANHOLE
<br /> CLKG. CAULKING FON. FOUNDATION - .MIN, MINIMUM SQ. SQUARE CONTRACTOR: PETERSON HYDRAULICS, INC. SAN JOAQUIN COUNTY ,✓
<br /> MIRK. MIRROR STA STATION
<br /> CLO. CLOSET FIN. FINISH 1553 W, EL SEGO NUO BLVD., C/
<br /> SID sTARDaao ENVIRONMENTAL HEALTH DEPARTMENT "✓T
<br /> CLF-. CLEAR FL. FLOW LINE "ISC MCUNTEAN F.OLS 6ARDENA, CALIFORNIA, 90249 ¢M✓ejry g.
<br /> CALF-R. couNrea MTD. MOUNTED sTL. STEEL 1868E: HAZELTONAVE:
<br /> FLASH. FLASHING : -
<br /> COL. COLUMN FIR. FL000. D1TL. METAL STOR, STCRACE. STOCKTON, CA9S205 ,
<br /> CONIC. CONCRETE FLUOR. FLUORESCENT MUT.. MULLION SHRUC. STRUCTURAL _ . (209)468-3420
<br /> SLSP. SUSPENQFD i,
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<br /> CONN. CONNECTION FPRF. FIREPROOFEl
<br /> CONSTR. CONSTRUCTION FIR. FOOT/FEET NSYM. SYMMETRICAL ❑A
<br /> . WORTH ppfOVed With ChanJeS: See Remarks
<br /> CONT. CONTINUOUS FTG. FOOTING BIT C NOT IN CONTRACT ❑Disapproved:See Remarks
<br /> COORD, COORDINATE FUPP. FURRING N.T.5 - Nor TO SCALE Remarks. .,_
<br /> CORR. CORRIDOR FUT. FUTURE NO. NUMBER
<br /> CPT, CARPET NOM. NOMINAL IA
<br /> DISK. COUNTERSINKtF GA
<br /> Oslo 77
<br /> ` T� q ,'p, FILE COPY AppraVBl axtentls only Lo drat which is shown and described
<br /> hereon and does not authonzo or approve any omission or
<br /> INDEX OF DRAWINGS': deYiationtrom requirements ofstale laws orlocalordinances.
<br /> SHEET N0. SHEET NAM_L' Ai_
<br /> FSO.01 FUEL SYSTEM COVER SHEET GENERAL - NOTES: TURBINE FUEL PUMP OPERATION-
<br /> FSO.FSO.02 EQUIPMENT SCHEDULE 1. ALL CONTAINMENT PIPING WILL HAVE A CONTINUOUSLY VACUUM SYSTEM, AS PER DRAWING 'IFS7. 011,
<br /> FS0.03 FUEL SYSTEM - EQUIPMENT SCHEDULE AND LEGEND WHICH COMPLIES WITH AB2481, AND ALL SUMPS AND THE TANK WILL BE CONTINUALLY HYDROSTATIC THE FACILITY IS EQUIPPED WITH A FUEL MANAGEMENT SYSTEM,
<br /> BRINE MONITORED. WHICH AUTHORIZES FUELING ON EACH SERVICE ISLANDS. EACH
<br /> FS1.00 FUEL SYSTEM - OVERALL SITE PLN
<br /> FS2. 16 ISLAND HAS A FUEL MANAGEMENT PEDESTAL WITH A GROUND
<br /> FUEL SYSTEM FLOOR PLAN - AREA G1 2. UNDERGROUND PIPING/TANK WORK AND BACKFILL SHALL BE COORDINATED WITH CIVIL. LOOP AND THE VEHICLES ARE EQUIPPED WITH TRANSPONDER.
<br /> FS'2.26 FUEL SYSTEM FLOOR PLAN - GENERATOR AREA WHEN THE VEHICLE PASSES OVER THE GROUND LOOP THE FUEL
<br /> F'S4. 01 ENLARGED UNDERGROUND TANK -- PLAN AND SECTION 3, ALL METAL PIPING, INCLUDING GALVANIZED PIPING, IN CONTACT WITH THE GROUND SHALL BE COATED AND MANAGEMENT SYSTEM WILL LOG THE VEHICLE ID, TIME, DATE,
<br /> FS4.02 UNDERGROUND FUEL TANKS ELEVATIONS MACHINE- WRAPPED IN ACCORDANCE WITH APPLICABLE., STANDARDS.
<br /> FS4. 03 FUEL SYSTEM DETAILS AND GALLONS PUMPED. IT WILL AUTHORIZE FUELING BY OPENING
<br /> FS7.01 FUEL SYSTEM DETAILS 4. ALL UNDERGROUND PIPING SHALL, BE SLOPED I/8" PER TOOT MIN. A SOLENOID VALUE IN THE DISPENSER ALLOWING FUELING WHEN
<br /> FS9.01 FUELSYSTEM DETAILS TOWARD THE TANK/SUMP. THE TURBINES ARE TURNED ON BY ACTIVATING THE HANDLE r
<br /> I - I i
<br /> FS9.02 FUEL SYSTEM DETAILS 5. PIPE UNIONS, VALVES, OR FLANCES SHALL, NOT BE BURIED OR INACCESSIBLE SWITCH ON THE DISPENSER. d �®
<br /> FS9.03 FUEL SYSTEM DETAILS
<br /> FS9.04 FUEL SYSTEM DETAILS 6. ALL EXPOSED F.R. P. PIPING (NOT INCLUDING PIPING IN SUMPS) TO BE PRIMED AND PAINTED WHITE AFTER ASSEMBLY. EACH TANK IS EQUIPPED WITH TWO (2) 2 HP FE PETRO
<br /> FS10.01 ENLARGED FLOOR PLAN VARIABLE SPEED TURBINES (VST). THE GASOLINE TANK SERVES
<br /> FS11. 017. ALL, MANHOLE COVERS SHALL BE INSTALLED 2" ABOVE FINISHED GRADE AND SURROUNDING CONCRETE SHALL HAVE ONE (1) DISPENSER ON THE OUTDOOR FUELING ISLAND. DIESEL
<br /> FUEL SYSTEM - ABOVEGROUND TANK SEISMIC CALCULATION A SLOPE OF 1:12 FROM COVER. TANK DT-1 SERVES LANE 1 IN THE HIGH FLOW FUELING
<br /> FS11.02 FUEL SYSTEM - ABOVEGROUND TANK SEISMIC CALCULATION BUILDING ANDA SLOW FLOW DISPENSER ON THE OUT DOOR
<br /> EO. O1 FUEL SYSTEM POWER PLAN - AREA C1 8. FILL, PORTS AND/OR SPILL BOXES SHALL BE LABELED WITH PRODUCT NAME IN ACCORDANCE WITH APPLICABLE CODES. ISLAND. DIESEL TANK DT-2 SERVES LANE 2 IN THE HIGH FLOW _
<br /> E0. 02 FUEL SYSTEM SITE HAZARD DELINEATION PLAN - AREA Cl FUELING BUILDING. THE SIPHONAGE OF THE DIESEL TANKS WILL
<br /> EO.03 FUEL SYSTEM FLOOR PLAN - GENERATOR AREA 9. CONTRACTOR SHALL PERFORM FUNCTIONAL TEST OF THE LEAK DETECTION AND/OR MONITORING SYSTEM, AND SET MAINTAIN EQUAL FUEL VOLUMES IN THE TANKS T
<br /> E9.01 FUEL SYSTEM - ELECTRICAL DETAILS TILE FOLLOWING SYSTEM PROGRAMMING: HIGH LEVEL AT 90% -DELIVERY NEEDED AT 28" OFF BOTTOM -LOW 0 HELP
<br /> E9.02 FUEL SYSTEM - ELECTRICAL PANEL LEVEL AND PUMP SHUTDOWN AT 12" OFF BOTTOM -REMOTE ALARM WILL BE ACTIVATED FOR ALL IN-TANK ALARMS ELIMINATE EMPTYING ONE TANK IF ONE LANE IS USED MORE
<br /> E9.03 FUEL SYSTEM - ELECTRICAL PANEL AND SENSORS. --ACKNOWLEDGMENT SWITCH TO DISABLE AUDIBLE ALARM ONLY -SHUT DOWN FUELING SYSTEM ON THAN THE OTHER.
<br /> POWER FAILURE TO MONITORING SYSTEM. KEY PLAN
<br /> WHEN FUELING IS ACTIVATED AT THE DISPENSER THE MASTER
<br /> MUSE GASOLINE/DIESEL, RESISTANT PIPE SEALANT THROUGHOUT. TURBINE ON THE TANK SERVING THAT DISPENSER WILL TURNED
<br /> ON AND FUEL DISPENSING WILL BEGIN. WHEN THE TURBINE
<br /> WORK SCOPE 11. UPON COMPLETION OF PIPING SYSTEM, CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL COORDINATE ALL SENSES ADDITIONAL AMPERAGE DRAW WHEN A SECOND NOZZLE IS
<br /> "TIGH"TNESS" TESTS.CONTRACT'OR TO CALIBRATE ALL DISPENSERS, AND IS RESPONSIBLE FOR ALL START-UP AUTHORIZED TO FUEL THE SLAVE WILL THEN BE ENERGIZED TO
<br /> DIESEL FUELING SYSTEM OF EQUIPMENTMEET THE ADDITIONAL DEMAND. THE MASTER TURBINES WILL
<br /> 12. CONTRACTOR/INSTALLER IS RESPONSIBLE FOR OBTAINING ALL PERMITS FOR NEW TANKS IN ACCORDANCE WITH ALL ALTERNATE EACH TIME A PUMPS ON/PUMPS OFF OCCURS.
<br /> PETERSON HYDRAULICS, INC. (PHI) WILL BE INSTALLING TWO (2) 40,000 GALLON DOUBLE'- iVALL FRP
<br /> CONTAINMENT SOLUTIONS DIESEL UNDERGROUND FUEL TANKS. FUELING WILL TAKE PLACE IN THE LOCAL CODE'S AND AGENCIES. CONTRACTOR/INSTALLER SHALL CONFIRM WIT!! OWNER FOR NAMES TO BE PUT ON FIRE DEPARTMENT
<br /> FUEL BRAKE BUILDING WITH FOUR (4) HIGH FLOW 40 GPM DISPENSERS INSIDE THF,' BUILDING AND REGISTRATION FORMS. WHEN ANY OF THE EMERGENCIES SHUT-OFF SWITCHES (ESO)
<br /> ARE PUSHED POWER TO ALL THE TURBINES BOTH GASOLINE AND SUBMITTAL
<br /> ONE 22 GPM STANDARD FLOW GASBOY DISPENSER OUTSIDE THE BUILDING. PUMPS INCLUDE FOUR (4) 13.CONTRACTOR SIIALI MINIMIZE PIPING, RUNS CROSSING OVER TOP OF TANK. DIESEL WILL BE SHUT-DOWN NOT ALLOWING ANY FUELING ON
<br /> FE PETRO 2 HP TURBINES VST WITH PRESSURIZED LINE LEAK DETECTORS AND VACUUM MONITORING. SITE. REVISION BY DATE
<br /> DISPENSERS WILL BE CONTROLLED WITH THE E.J. WARD FUEL MANAGEMENT SYSTEM. THE SYSTEM 14. PROVIDE TWO PORTABLE, FIRE EXTINGUISHERS, RATED PER C.F.C. 2010, AT NOT LESS THAN 2-A: 40-B. C. LOCATE AT AS PER ENVIRONMENTAL HEALTH J.W.
<br /> 042914
<br /> WILL BE MONITORED WITH AVEEDER-ROOT TLS 350 FOR CODE COMPLIANCE. DOUBLE- WALL EACH FUELING LANE AND MOUNT ON FACE OF COLUMN FARTHEST FROM DISPENSER AND BOLLARD AT DIESEL FUEL THE TURBINES ARE WIRED THROUGH THE VEEDER-ROOT TLS 35 ZL DEPARTMENT CORRECTIONS
<br /> CONTAINMENT SUMPS WILL BE INSTALLED AT ALL OUT DOOR DISPENSERS, TANK' SUMPS, PIPE r TANK VENT STACK TANK MONITORING 0 ® AS PER ENVIRONMENTAL HEALTH R.V.F. 082014
<br /> 15.OVERFiLL PROTECTION ACCOMPLISHED USING "DPW" OVERFILL PREVENTION VALVE SET @ 95% OF TANK VOLUME AND RING SYSTEM. ANY TIME AN ALARM OCCURS IN DEPARTMENT CORRECTIONS
<br /> TRANSITION SUMPS, AND VENT PIPE TRANSITIONS. UNDERGROUND PIPING IS DOUBLE- WAGE SMITH " VEDEER--ROOT" OVERFILL ALARM TO ANNOUNCE A WARNING SIGNAL @ 90% OF TANK VOLUME. TANK, SUMP, SECONDARY SPACE, PIPE OR PLLD THE TLS 350 ® AS PER R.F.I. # 0191-0 M.S. 091114
<br /> FRP PIPE. ABOVEGROUND PIPE IS DOUBLE- WALL STEEL. WILL SHUT DOWN THE TURBINE ON THE TANK OR DEVICE THAT A AS PER R.F.I. # 0194-0 M.S. 091514
<br /> 16. VEDEER ROOT CONTINUOUSLY MONITORED REMOTELY IN "SUPERVISOR ROOM #179" FROM HAS THE ALARM. APPROVAL FOR ABOVEGROUND M.B. 121914
<br /> GASOLINE FUELING SYSTEM
<br /> MAINTENANCE BUILDING, UTILIZING VEEDER-ROOT ETHERNET COMMUNICATION CARD AND IIV-SIGHT ® SINGLE WALL SUMP
<br /> SOFTWARE. IF THE VEEDER-ROOT LOSES POWER FOR ANY REASON THE
<br /> PETERSON HYDRAULICS, INC. (PHI) WILL BE INSTALLING ONE (1) I0, 000 GALLON DOUBLE- WALL FRP 17. ALL ABOVE r GROUND PRIMARY FUELPIPES SHALL BE CARBON STEEL, SCK TURBINES WILL NOT OPERATE.40, ASTM A10i , GRADE B. SAN JoaqulN RTD
<br /> CONTAINMENT SOLUTIONS GASOLINE, FUEL TANKS, FUELING WILL TAKE PLACE OUTSIDE THE FUEL 18. ALL EQUIPMENT' SHALL BE INSTALLED PER MANUFACTURER INSTALLATION INSTRUCTI THE MANAGEMENT SYSTEM ALSO RETRIEVES THE VEEDER-ROOT
<br /> BRAKE BUILDING WITH ONE (1) STANDARD FLOW GASBOY DISPENSER WITH 10 G. P. M. FOR GASOLINE', ON, CODES AND INVENTORY DATA WHICH ALLOWS FOR INVENTORY RECONCILIATION SAN JOAQUIN RTD
<br /> REGULATIONS RLQUIREMENT.S', AND INSTRUCTION PROVIDED IN THIS SET OF DRAWINGS. IN CASE OF USING THE GALLON PUMPED CAPTURED BY
<br /> PUMPS INCLUDE TWO (2) FE PETRO 2 HP VST TURBINES WITH PRESSURIZED LINE LEAK DE'TE'CTORS DISCREPANCY THE MORE STRINGENT ONE SHALL GOVERN. THE FUEL REGIONAL TRANSIT CENTER
<br /> AND VACUUM MONITORING. DISPENSER WILL BE CONTROLLED WITH THE E. J. WARD FUEL MANAGEMENT 1 ,1 MANAGEMENT SYSTEM.
<br /> SYSTEM. THE SYSTEM WILL BE MONITORED WITH A VEEDER-ROOT TLS 350 FOR CODE COMPLIANCE.
<br /> DOUBLE- WALL CONTAINMENT SUMPS WILL BE INSTALLED UNDER THE DISPENSER, TANK SUMPS, AND '
<br /> VENT PIPE TRANSITIONS. UNDERGROUND PIPING IS DOUBLE- WALL SMITH FRP PIPE. 1 #
<br /> FUEL SYSTEM
<br /> PHASE I VAPOR RECOVERY IS ACCOMPLISHED WITH THE OPW TWO-POINT SYSTEM (VR--102- L) AND ' " T`�r' �� � ` COVER SHEET
<br /> PHASE II IS THE HEALY VAPOR SYSTEMS PHASE II ENHANCED VAPOR RECOVERY (EVR) SYSTEM
<br /> WITH A HEALY CLEAN AIR SEPARATOR AT THE VENT RISER AND VACUUM PUMP UNDER
<br /> DISPENSER (VR-204-M).
<br /> o :• < . . ;
<br /> DIESEL GENERATOR FUELING SYSTEM i
<br /> .12
<br /> 63023.00
<br /> PETERSON HYDRAULICS, INC. (PHI) WILL BE INSTALLING ONE (1) 4, 000 GALLON DOUBLE- WALL '" AS NOTED
<br /> NCONTAINMENT SOLUTIONS UL2085 DIESEL FUEL TANK WITH TOP FILL, EMERGENCY VENTS, VENTS, T 17APRIL,201a
<br /> ANTI-SIPHON AND ALL TANK TRIM. TANK INVENTORY AND LEAK DETECTION WILL BE MONITORED BY A °
<br /> VEEDER-ROOT TANK MONITORING SYSTEM. ALL PIPING IS ABOVEGROUND SINGLE WALL SCH 40 B NORTH
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